Estimating the Tensile Strength of Ultrahigh-Performance Fiber-Reinforced Concrete Beams

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/amse/volume-2019/5128029/figures/5128029.fig.008a.svgz" name="5128029.fig.008a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Rebar ratio of 0.59% (R2)</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2019/5128029/figures/5128029.fig.008b.svgz" name="5128029.fig.008b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Rebar ratio of 0.89% (R3)</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/amse/volume-2019/5128029/figures/5128029.fig.008c.svgz" name="5128029.fig.008c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Rebar ratio of 1.19% (R4)</td></tr></table>

<div>Cracking and failure of the UHPFRC beams.</div>

Advances in Materials Science and Engineering

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Figure 8

Figure 8: Estimating the Tensile Strength of Ultrahigh-Performance Fiber-Reinforced Concrete Beams 